Of harmonic indices also determine the next highest

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: the parameters UY26, UY29 and UY33 in POST1. These are obtained by subtracting the UY displacement at node 1 from the UY displacements at nodes 26, 29 and 33, respectively. 2. p is obtained from the centroidal pressure of element 60 (parameter PR60 in POST1). 1–330 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM150: Acceleration of a Tank of Fluid Overview Reference: K. Brenkert, Jr., Elementary Theoretical Fluid Mechanics, John Wiley and Sons, Inc., New York, NY, 1960, pg. 50, article 17. Analysis Type(s): Static Analysis (ANTYPE = 0) Element Type(s): 3-D Contained Fluid Elements (FLUID80) Input Listing: vm150.dat Test Case A large rectangular tank is partially filled with an incompressible liquid. The tank has a constant acceleration a to the right as shown. Determine the elevation δ of the liquid surface relative to the zero acceleration elevation along the Y-axis. Also determine the slope Θ of the free surface and the pressure p in the fluid near the bottom left corner of the tank. Figure 150.1 Fluid Tank Problem Sketch ANSYS Verification Manual . ANSYS Releas...
View Full Document

This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.

Ask a homework question - tutors are online